CONSTRUCTION OF P.C.C ROAD FROM VILLAGE VARAN TO VILLAGE HILAVAI PANCHAYAT HILAVAI, BLOCK BASANTRAI UNDER GODDA DISTRICT.

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

By Mix in Place Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(iii)(grading-Iv material)

Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)

Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.)

Plain/Reinfoced Cement concrete in open foundation M-15 complete as per drwaing and technical specifications.

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M15

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications PCC Grade M20

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Providing 12mm thick water proof cement mortar (1:3) with clean coarse sand of FM 1.5 with 5% cico do - d0 as per technical specifications

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications

(i) Cement

(ii)sand

(iii)stone chips

(iv) Metal

(v) Dust

(vi) Boulder

Add 18% for G.S.T.

Labour Cess

Please Enable Macros to View BoQ information